Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 174
... yield hinge . In contrast to most other formulations , " buckling " is no failure event as such , but results from the formation of a sufficient number of yield hinges in a member . The post - collapse behaviour for a given element is ...
... yield hinge . In contrast to most other formulations , " buckling " is no failure event as such , but results from the formation of a sufficient number of yield hinges in a member . The post - collapse behaviour for a given element is ...
Page 241
... yield strengths i.e. the section modulus is decreasing for increasing yield strength ) . The fatigue strength for the stiffener detail is considered to be independent of yield strength . Thus the reliability with respect to fatigue will ...
... yield strengths i.e. the section modulus is decreasing for increasing yield strength ) . The fatigue strength for the stiffener detail is considered to be independent of yield strength . Thus the reliability with respect to fatigue will ...
Page 270
... yield strength and the two loading variables , the still - water and the wave induced moments . The conclusion that among all resistance variables , the yield stress was clearly the most important one is in agreement with the findings ...
... yield strength and the two loading variables , the still - water and the wave induced moments . The conclusion that among all resistance variables , the yield stress was clearly the most important one is in agreement with the findings ...
Contents
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Extrapolation of Design Waves in the Gulf of Guineal | 33 |
Copyright | |
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amplitude applied approximation assumed bending moment calculated coefficient component computed condition considered correlation corresponding crack growth crack length damage damping defined density function detected deterministic effect element Engineering equation estimated evaluation failure probability Figure fracture mechanics frequency fuzzy Gaussian given hindcast inspection integral joints limit state function linear load lognormal maintenance matrix maximum mean value method nonlinear normal normal distribution obtained offshore structures order statistics parameters partial safety factors plate platform probabilistic probability density probability density function probability of failure procedure random variables redundancy reliability analysis reliability index repair residual stresses response sample seastates shear ship shown significant wave height simulation spectra spectrum standard deviation statistical stiffness storm strength stress range structural reliability surface system reliability Table tendon tension tion transfer function uncertainty updated variation vector vector process vertical wave bending Weibull Weibull distribution welded yield stress